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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.8 LAccepted-Finance | ₹50.8 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | R.S. AGRAWAL (LOGISTICS) |
|---|---|---|---|---|
| 1.00Providing and Laying design mix cement concrete as mentioned below | ||||
| 1.01 | Providing and laying design mix cement concrete {manufactured in automatic batching plant(RMC plant) including transportation to site in transit mixer} of M-30 grade, (345± 5 kg/cum) in roads/taxi tracks/ runways, using cement content as per design mix, using coarsesand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowelbars with sleeve/tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levellingto required slope/camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineerin-charge. | 600 | cum | 43,06,800 ₹50,82,024 Lowest |
Tender Value
Refer Docs
EMD Value
₹2 L
Closing Date
18 Dec 2025, 3:30 pmClosed
DIRECTOR ICAR NISA
ICAR NISA NAMKUM RANCHI
PROVIDING AND LAYING DESIGN MIX CONCRETE INCLUDING TRANSPORTATION
2025_DARE_888103_1
Admin.III/141/ESU/2025-26
Open Tender
Civil Works
Works
ICAR NISA NAMKUM RANCHI
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹2 L
Yes
7 Mar 2026
2 Dec 2025
19 Dec 2025
2 Dec 2025
18 Dec 2025
2 Dec 2025
Providing and laying design mix cement concrete {manufactured in automatic batching plant(RMC plant) including transportation to site in transit mixer} of M-30 grade, (345± 5 kg/cum) in roads/taxi tracks/ runways, using cement content as per design mix, using coarsesand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowelbars with sleeve/tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levellingto required slope/camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineerin-charge.
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tech_eval.pdf
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